Water Resources and Irrigation Government Departments Closing in 8 days TDR #57376432

Tender For Repair & Maintenance Of Water Supply Scheme Tahliwal In Tehsil Haroli Distt.Una Hp(Sh:- Renovation Of Old Heritage Structure Of Old Water Supply Scheme Tahliwal And Construction of New Pump House, Boundary Wall, Drain At Water Supply Sch

Issued by Government Departments · Una, Himachal Pradesh
Tender Value
3.30 Crore
Estimated cost
Bid Submission
21 Sep 2026
8 days left
EMD
4.05 Lakhs
Bank guarantee accepted
Document Fee
7000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Una → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Repair & Maintenance Of Water Supply Scheme Tahliwal In Tehsil Haroli Distt.Una Hp(Sh:- Renovation Of Old Heritage Structure Of Old Water Supply Scheme Tahliwal And Construction of New Pump House, Boundary Wall, Drain At Water Supply Scheme Tahliwal C Us)

Corrigendum

Sr No Corrigendum Date Corrigendum Type New Submission Date
1 06-Sep-2026 date correrect Date 21-Sep-2026

BOQ

Name of Work:- Repair & Maintenance of Water Supply scheme Tahliwal in Tehsil Haroli Distt.Una HP(SH:- Renovation of Old Heritage structure of old Wss Tahliwal and C/O New Pump House, Boundary wall, Drain at Wss Tahliwal C us)
Sl. No. Item Description
1Renovation of Old Pump House including Machinery Conservation, Interactive and Virtual Gallery Brick Pump House Conservation and Landscape and Immediate Setting etc. complete in all respect including all leads and lift as per satisfaction of the Engineer-in-Charge. (Detailed scope of work as per data sheets attached). Please refer to data sheet.
2Excavation in earth work in all heights and depth in all kinds of soils, including saturated soil comprising of pick work, jumper work, and blasting work both in soft and hard rock with chiselling and wedging out of rock (where blasting is prohibited) and their intermediate classification of soils including, dewatering wherever required, setting out to required lines, levels as shown on the drawing and directed by the Engineer -in-Charge at site. according to the HP.PWD. specification
3P/L cement concrete 1:5:10(1 cement :5 sand: 10 graded stone agg. 40mm nominal size) & curing complete excluding cost of form work in foundation and plinth. within all leads and lifts as per the direction of engineer-in-charge.
4Providing and laying cement concrete 1: 6 :12 ( 1 cement :6 sand :12 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of form work in foundation and plinth in all leads and lifts and as per the direction of the Engineer-in-Chaarge.
5Providing and laying cement concrete 1: 3 : 6 ( 1 cement :3 sand : 6 graded stone aggregate 20 mm nominal size) and curing complete excluding the cost of form work in foundation and plinth in all leads and lifts and as per the direction of the Engineer-in-Chaarge (for foundation of Pump)
6Providing and laying cement concrete M-25 design mix but not less than 1: 1 : 2 ( 1 cement :1 sand : 2 graded stone aggregate 20 mm nominal size) and curing complete excluding the cost of form work in foundation and plinth in all leads and lifts and as per the direction of the Engineer-in-Charge (for foundation of Pump)
7Providing and laying cement concrete M-20 design Mix but not less than 1: 1: 5 :3 ( 1 cement 1:5 sand : 3 graded stone aggregate 20 mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:-
8in Foundation, footing , bases of column and the like & mass Concrete Complete in all respect.
9Columns, pillars , Posts and struts upto floor two level
10Lintels, beams griders bressumers and cantilever upto floor two level
11Suspended floors,roofs landing and the like landing and shelves and their support balconies, beams, girders, bressumers and contilever upto floor two level With in all leads and lifts and as per the direction of the Engineer-in-Charge.
122nd Class Bricks work using common burnt clay building bricks in foundation and plinth in Cement Mortar 1:6 (1 Cement : 6 Sand) all leads and lifts and as per the direction of the Engineer-in-Charge.
13Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete including carriage of material with in all leads and liftsas per the direction of the Engineer-in-Charge.
14Brick work using common burnt clay building bricks in super structure above plinth level upto floor level in cement mortor 1:6 ( 1 cement:6 sand ) of 2nd class Brick work Complete in all Respect with in all leads and lifts as per the direction of the Engineer-in-Charge.
15Brick work using common burnt clay building bricks in super structure above floor two level in cement mortor 1:6 ( 1 cement:6 sand ) of 2nd class Brick work Complete in all Respect with in all leads and lifts as per the direction of the Engineer-in-Charge.
16Ist class half brick work using common burnt clay building bricks in super structure above plinth level upto floor to level in cement mortor 1:4 ( 1 cement:4 sand ) in all leads and lifts as per the direction of the Engineer-in-Charge.
17Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm, so as to give a fair finish including centring, shuttering , strutting and propping etc. height of propping and centering ¢ering below supporting floor to celling not exceeding 4 mtr. and removal of same for in situ Rcc and PCC work in:- below supporting floor two level.
18(i) Foundation,footing,bases of columns etc.and mass concrete.within all leads and lifts and as per the direction of Engineer in charge.
19Column,pillars,posts & struts square, rectangular or polygonal in plan . and the like complete in respect .within all leads and lifts and as per the direction of Engineer in charge.
20Sides & soffits of beams,beam haunchings, catilevers, bressumers & lintels not exceeding 1.00 mtr.depth in all ht.from floor complete in respect .within all leads and lifts and as per the direction of Engineer in charge.
21Flat surface such as soffits of suspended floors,roofs,landing and the like floor etc. up to 20mm in thick including complete in respect .within all leads and lifts and as per the direction of Engineer in charge.
22Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters buttresses, plinth and string courses and the like within all leads and lifts as per the direction of engineer-in-charge.
23Providing mild steel/tor steel reinforcement for reinforced cement concrete work including bending, binding and placing in position complete in all floor levels (a). Tor steel. including carriage of materials within all leads and lifts and as per the direction of Engineer-in-Charge.
24Providing and fixing anodised aluminium work for door, window, ventilators and partitions with extruded built up standard tubular and other sections of approved make conforming to IS 733 and IS 1285 anodised transparent or dyed to required shade according to IS 1868. (Minimum anodic coating of grade AC 15) fixed with rawlplugs and screws or with fixing clips, or with expansion hold fastners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC/neoprene felt etc. Aluminium sections shall be smooth, rustfree, straight, mitred and jointed mechanically where ever required including cleast angle, aluminium, snap beading for glazinge/panelling C.P. brass/stainless steel screws. All complete as per architectural drawings and the directions of Engineer-In-Charge. including carriage of material within all leads and lifts.
25Providing and fixing glazing in aluminium door, window, ventilator shutters and partition etc with PVC/neoprens gasket etc. complete as per the architectural drawings and the directions of Engineer-In_charge (cost of aluminium snap beading shall be paid in basic item.) glazing with glass panes of 4mm thickness (weight not less than 10.00 kg/sqm. including carriage of material within all leads and lifts.
26Providing 40x3mm flat iron hold fast 40 cms long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30x10x15 cms 1:3:6 ( 1 cement :3 sand : 6 graded stone aggregate 20 mm nominal size ) complete in all respect as per the direction of the Engineer -in- Charge.
27Providing and fixing M.S. round of square bars with MS flats at required specing in frames of window and clerestory window complete in all respect. within all leads and lifts.
28Providing and fixing Ms Handle with necessary screws complete in all respect(125mm)
29Providing and fixing M.S. tower bolts (barrel type) anodized transport or dyed to required shade and colour with necessary screws complete in all respect(200x10)
30Providing and fixing sliding door bolts black enamelled with nuts bolts and screws complete in all respect(250x16)
316mm thick Cement Plaster to celling in cm (1 Cement : 3 Sand) within all leads and lifts and as per the direction of Engineer-in-Charge.
3215mm (fifteen milimetres) thick cement plasters in single coat on rough side of brick/concrete/stone walls for interior/exterior plastering upto all floor level including arises, internal rounded angles, chamfers and or rounded angles not exceeding 80mm (Eighty milimetres) in girth and finished even and smooth with cement mortar 1:6 (one cement: six sand) including carriage of materials within all leads and lifts and as per the direction of Engineer-in-Charge.
33Providing plinth protection 50mm thick in cement concrete 1:3:6 (1 Cement : 3 Sand : 6 Graded stone aggregated 20mm nominal size) with in all leads and lifts complete in all respectas per the direction of Engineer-in-Charge.
34Providing under Layer plinth protection 75mm thick in ( unconsolidated) bed dry brick stone aggregated 40mm nominal size with rammed and consolidated and grouted with fine sand including preparation of ground.complete in respect. including carriage of materials within all leads and lifts as per the direction of Engineer-in-Charge.
35Providing and fixing 10mm thick anti skid water proof stain and impect resistent heavy duty vetrified tiles Nitco or equivalant 600x600mmx10mm manufactured of approved shade and colour in flooring, treads of steps and landings laid over 12mm thick cement mortar 1:3 (1 cement : 3 sand) jointed with cement slurry mixed with pigment to match the shade of tiles as required complete including carriage of material within all leads and lifts. as per the direction of Engineer-in-Charge.
36Structure Steel work sections, in single section fixed with connecting plates but i/c work,including cutting ,hoisting ,fixing in position and applying a priming coat of steel Primer complete in all Respect .In tee,Channel, angles complete in all Respect.as per the direction of Engineer-in-Charge. for truss and purlins
37Providing prepainted corrugated G.i sheet roofing fixed with Poly mer coated Iron J or L Hooks bolt & nuts 8mm diameter with bitumen and GI ilimpet washers or G I limpect washer filled with leads the coat of steel primer and two coats of approved steel paintin over laping of sheet complete (( up to 60 degree excluding the cost of purlin, rafterand trussess 0.63 mm thick. sheet Complete in all respect and per the direction of Engineer-in-Charge.
38Providing and Fixing insulating board celling of approved quality with necessary nails etc. Complete.
39Supplying and fixing rolling shutters of spproved make made of 80mmx1.25mm M.S. laths interlocked toghther through their entire length and jointed together at the end by end locks mounted on specially design pipe shaft, with bractes side guides and arrangements for inside and outside locking with push pull operation complete but excluding the cost of top cover and spring shutters having width 3.5 mtrs and above complete in all respect and as per direction and to the entire satisfaction of the Engineer-in-Charge....
40Pointing on brick work with cement mortor 1:3 ( 1 cement: : 3 sand ) in all leads and lifts as as per the direction of the Engineer - in- Charge.Ruled Pointing.
4115 mm cement plaster in single coat on rough side of brick masonry for interior plastering upto floor two level including arrises, internal rounded angle, chamfers and or rounded angles not exceeding 80 mm in girth and finished even and smooth with cement mortor 1:6 ( 1 cement :6 sand ) in all leads and lifts as per the direction of the Enginner-in-Charge.
42Finishing wall with water proofing cement paint of approved brand and manufacture and of required shade on undecorated wall surface (two coats) to give an even shade after thoroughly brushing the surface to remove all dirt & remains of loose powdered materials complete in all respect
43White washing with lime on undecorated wall surface ( two coats) to give an even shade including throughly brooming the surface to remove all dirt ,dust mortor drops and loose scale of lime wash and other foreign matter complete in in all respect as per the direction of the Engineer-in-Charge.
44Finishing wall with water proofing cement paint of approved brand and Manufacture wall surfaces (two coats) to give an even shade and final finish after throughly cleaning the surface to remove all dirt, dust and other foreign matter etc including sand papering and knotting etc.with in all leads and lifts.as per the direction of the Engineer-in-Charge.
45Constructing brick masonary 'U' shape open surface drain with side wall. 30 x 30 cm in cement mortar 1:6 ( 1 cement : 6 sand) and inside plastering with cement plaster 1:3 ( 1 cement : 3 sand) including earth work and laying 10 cm cement concretein 1:5:10 ( 1 cement : 5 sand :10 graded stone aggregate of 40 mm nominal size) and 7.50 cm.cement concrete 1: 2:4 ( 1cement : 2 sand : 4 graded stone aggregate 20 mm nominal size ) and finished with a floating coat of neat cement complete as per standard design.
46Providing and laying heavy duty precast cement concrete Interlocking paver blocks having thickness 60 mm complete up to M-50 grade i/c border or kurb grey or coloured over sub base of sand with 25 mm thick average thickness of cement mortar 1:4 laid over jointed with neat cement slurry mixed with i/c curing rubbing & polishing complete in all leads as per the direction of the Engineer-in- Charge.
47Providing, fixing and testing as per site requirements, 5.00 tones capacity single girder, power operated overhead travelling crane to suit a span of 8.50 meters (wall to wall), incorporating a Monis balanced spur gear chain pully block and geared tavaled trolley as a lifting and transversing unit fitted with mild steel calibrated hand chain and high tensile steel load chain to suit 6.00 meters heights from floor to top of gantary rail as per drawing including main gantry girder, one motor for hoisting, one motor for cross traverse, two motor, for long travel operated from floor level for by means of penclent push button stations and any other component required for operation of the crane, complete, including parallel Girders for Rolling gantery crane.
48Wiring for light/Fan point/Exhaust fan point/call bell point with 1.5 Sq.mm PVC insulated copper conductor cable in surface/recessed PVC conduct at required including carriage of all material within all leads and lifts. Group \\"C\\"
49Wiring for light/power plug with 2 x 4 Sq.mm PVC insulated copper conductor or single core cable in surface/recessed steel conduit alongwith 1 No. 2.24 mm dia bare copper wire for loop earthing as required including carriage of materials within all leads and lifts.
50Wiring for circuit wiring with 2 x 1.5 Sq.mm PVC insulated copper conductor single core cable in surface/ recessed steel conduit as required including carriage of material within all leads and lifts.
51Wiring for sub-main wiring with the following size of copper conductor single core cable in surface/recessed steel conduit as required including carriage of materials upto all leads and lifts.
522x6 Sq.mm
53Supplying and fixing metal box of 180 x 100 x 60mm deep (Nominal size) on surface/recess with suitable size phonolic leminated sheet cover fixing 3 pim 15/16 amps socket tumber/piano type switch connections painting etc. including carriage of materials within all leads and lifts.
54Supplying and fixing backellite batten/angle holder including connection as required.
55Providing, installing, testing and commissioning of ceiling fan and regulator including wiring the rod of standard length (upto 30cm) with 1.5 Sqmm PVC insulated copper conductor single core cabe etc. as required sweep type.
56type 1400 mm Cat. ''A''
57Providing, installation, testing and commissioning of prewired flourscent tube fitting complete with ballast, starter and capactors but excluding flourscent tube rod, suitable to operate on 230 volts single phase A.C.supply directly on surface with copper wiring as required including carriage of materials within all leads and lifts tube fixture 1 x 36 watt
58Box type Category \\"A\\".
59Supplying and fixing 40Amps to 63 Amps rating 240 Volts \\"L\\" series miniature circuit breaker of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required including carriage of material within all leads and lifts.
60Category- A, 63 Amps.
61Supplying and fixing of following way single pole and neutral sheet steel MCB distribution board 240 volts on surface/recessed completed with tinned, copper busher neutral link, earth bar, detachable gland plate inter -connections, including painting, earthing etc. as required
62Bus bar 12 way.
63Supplying and fixing 5 Amps to 32 Amps rating 240 volts, G series miniature circuit breaker of following poles in the existing MCB, DB complete with connections testing and commissioning etc. as required
64Category \\"A\\", single pole.
65Earthing with G.I. Pipe earth pipe, 4.5mtrs length,40mm dia including accessories and providing masonary enclousres with cover plate having locking arrangement and watering pipe etc.(but without charcal coke and salt)Complete as required including carriage of material within all leads and lifts.
66Extra using salt and charcoal for G.I earth Pipe electrode is required including carriage of materials upto all leads and lifts.
67Supplying and laying 6sqmm G.I wire at 0.50 mtr below ground level for conductor eatrh electrode,including soldering etc.as required including carriage of materials upto all leads and lifts.
68Providing, fixing & testing Street Light Fixture with CFL of 36 watt, copper ballast, G.I. Pipe bracket, complete in all respects.
69Supplying and fixing of integral CFL post top lateran of following capacity , cast aluminum spigot, spun aluminum canopy, opal acrylic, deffusers complete with all accessories but excluding CFL lamp i/c making connections testing and commissioning etc as required.
70Gate Post Top Lanteern CFL 2X18 Watt
71Providing and laying of 1 No. aluminium conductor, PVC insulated and PVC sheathed, armoured/XLPE power cable, working voltage 1100 volts grade direct in ground; to be laid 1 meter below the ground lavel i/cexcavation sand cushioning, and protective covering and Refilling the trenches etc.of required Size
72Armoured cable 4 sq. mm (Twin core)
73Armoured cable 6 sq. mm (Twin core)
74Supplying and fixing following rating, double pole (single phase & neutral) 240 volts, residual current circuit breaker (RCCB), having a sensitivity current up to 300 miliampers in the existing MCB DB complete with connections, testing and commissioning etc. as required.Including carriage of materials within all leads and lifts.
75RCCB 63 Amp. Cat-A
76Providing and installation of Exhaust fan of following size in the existing opening ,i/c making holeto suit size of the above afn, making wood the damages , connections testing and commissioning etc. as required
77Exhaust fan Heavy Duty 600 mm sweep
78Exhaust fan Heavy Duty 600 mm sweep ( domestic)
79Providing and fixing of street light Aqua road ways lumairies \\"WAVE\\" (IP-66) single piece ,pressure die cast aluminum housing top opening luminaries (ip-66)with all with accessories i/c cost of lamp ISI mark BGWRLL-150-SVFG PDC make complete with all accessories & ballast ie amp. switch and socket with board copper wire 8-SWG(4mmdia) bracket and suitable angle clamps for fixing & other Fitting etc. c omplete in all respect in allleads &lifts. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57376432
AUTHORITY Government Departments
TENDER VALUE 3.30 Crore
LAST DATE 21-09-2026
Authority
Authority Name Irrigation And Public Health Department
Work Description Tender for Repair & Maintenance Of Water Supply Scheme Tahliwal In Tehsil Haroli Distt.Una Hp(Sh:- Renovation Of Old Heritage Structure Of Old Water Supply Scheme Tahliwal And Construction of New Pump House, Boundary Wall, Drain At Water Supply Scheme Tahliwal C Us)
Basic Detail
Tender No No. JSV/ Haroli/ TA/ tender/26- 5526-55 dt 05-09-26
Bidding Type Tender
Location
City Una
State Himachal Pradesh
Key Dates
Publish Date 06 Sep 2026
Submission Date 21 Sep 2026
Open Date 21 Sep 2026
Finance
Tender Value 3.30 Crore
Tender Fee 7000
EMD 4.05 Lakhs
Exemption Not Available
Document List
bafe4a3e-db2e-46e6-bd15-7b7dafe8cb42.html
BOQ_212183.xls
Tendernotice_1 (17).pdf
Tendernotice_2.pdf
Tendernotice_3 (1).pdf
Tendernotice_4.pdf
Tendernotice_5.pdf

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Tender Timeline

Sep 06, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Sep 21, 2026
18:00 IST

Corrigendum-1 Issued

Clarifications on tender conditions and amendments issued.

Upcoming · 8 days
Sep 21, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 8 days
Sep 21, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 8 days

Tender Documents

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html

bafe4a3e-db2e-46e6-bd15-7b7dafe8cb42.html

xls

BOQ_212183.xls

pdf

Tendernotice_1 (17).pdf

pdf

Tendernotice_2.pdf

pdf

Tendernotice_3 (1).pdf

pdf

Tendernotice_4.pdf

pdf

Tendernotice_5.pdf

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